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Plans (2) ' s 4JAVELIN' Member Report a a t l w e.e h D W a Y e r t e e i..v Floor Container:FC5 I Label:A4 I Design Tag: i84 Design Passed 1 piece(s)of 9 1/2"TJI®110 Member Type:Joist As Flush Beam I Level:Main Product is Sufficient for Application and Loads Described 2-08-10 (2)5/8"or 3/4"Backer Blocks 1-10-12 (2)5/8"or 3/4"Backer Blocks 1-11-05 (2)5/8"or 3/4"Backer Blocks Errors.Warnings.&Notes: *This member was designed as a girder member due to load and/or framing conditions. TJ-ProTM Rating,and other joist member modifiers were not used in the design of this member. *If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. `The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. *Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. SU5TAINA&E CORE:TRY*t1Tt4IVE File Name: SP19-343 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 5/28/2019 4:24:20 PM Page 2 of 2 PDF created with odfFactory Pro trial version www.odffactorv.com JAVELIN Member Report Floor Container:FC5 I Label:A3 I Design Tag: i83 Design Passed 1 piece(s)of 9 1/2"TJI®110 Member Type:FloorJoist I Level:Main Product is Sufficient for Application and Loads Described .I. _ _ _i__ _J /1-7 II 2 1 3/8 2-00-00 1/ 2-03-08 Building Code: 18C 2012 Design Methodology: ASD Member Cut Length: 2-03-08 Member Drawing Not to Scale Design Results: Design @ Location Allowed Result Load Combination-(Load Group) Critical Reaction 73 lb @ 2-03-08 910 lb(1.75") Passed-8% 1.00 1.0 D+1.0 L-(0) Shear 73 lb @ 2-03-08 1220 lb Passed-6% 1.00 1.0 D+1.0 L-(0) Moment 38 lb-ft @ 1-03-00 2500 lb-ft Passed-2% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.00"@ 1-03-00 0.05"U480 Passed-U999 - 1.0 D+1.0 L-(0) Total Load Deflection 0.00"@ 1-03-00 0.10"L/240 Passed-U999 - 1.0 D+1.0 L-(0) TJ Pro Rating 72 40 Passed Decking Material&Attachment: 1 118"x48"x96"Weyerhaeuser Edge Gold Panel(0/48)T&G FF - Glue And Nail Design Notes: *For TJ-Pro TM Rating calculation the controlling span is considered to be supported by beams. *Top Edge Bracing(Lu):Top compression edge must be braced at 2-04-00 o/c unless detailed otherwise. *Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 2-04-00 o/c unless detailed otherwise. *Member design(strength)is based on loads shown in loading section. TJ-Pro TM Rating,if shown,is based on 2-08-00 o.c.spacing. Supports: Maximum Loads to Supports Support Start:End Reo'd Bra Source Dead Floor Live Roof Live Snow 1 0:3-08 1.75" BBO3(i41) 15 lb 60 lb - - 2 2-03-08:- 1.75" A4(i84) 16 lb 64 lb - - Loads: Maximum Loads on Member Type Start:End Combine Source Dead Floor Live Roof Live Snow Uniform 1-12:2-03-08 - FC5 Floor Decking 14 lb/ft 56 lb/ft - - Connector Information: Nailing Requirements Support Manufacturer Model Two Face Member Min.Seat Length Other Information 2 SST IUS1.81/9.5 Not Applicable 8-10d x 1-1/2 Not Applicable 1.75" Minimum seat length reported is based on the design load Errors,Warnings,&Notes: *If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. *The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. File Name: SP19-343 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 5/28/2019 4:24:20 PM Page 1 of 2 PDF created with DdfFactory Pro trial version www.odffactorv.com Jt V E ,, I N Member Report i.o1a by Watartaomye* Floor Container:FC5 Label:A3 l Design Tag:i83 Design Passed 1 piece(s)of 9 1/2"TJI®110 Member Type:FloorJoist I Level:Main Product is Sufficient for Application and Loads Described *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. *The TJ-ProTM Rating shown above is based on the default decking for the floor container. Special decking(if used)was not used in determination of the TJ-ProTM Rating. *Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. ([�J 5.16TAINABIE cORESTRY fNMTW-WE File Name: SP19-343 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 5/28/2019 4:24:20 PM Page 2 of 2 PDF created with DdfFactory Pro trial version www.odffactorv.com * JAVELIN` Member Report Floor Container:FC5 I Label:A23 I Design Tag: i81 Design Passed 1 piece(s)of 9 1/2"TJI®110 Member Type:Joist As Flush Beam I Level:Main Product is Sufficient for Application and Loads Described x 1 2 3 �" 3-08 11-04-08 1/L'<-08 9-11-08 4-08 / 22-02-08 Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 22-02-08 Member Drawing Not to Scale Design Results: Desian @ Location Allowed Result LDF Load Combination-(Load Group) Critical Reaction 1116 lb @ 11-09-12 1935 lb(3.5") Passed-58% 1.00 1.0 D+1.0 L-(0) Shear 580 Ib @ 11-11-08 1342 lb Passed-43% 1.00 1.0 D+1.0 L-(0) Moment -1195 lb-ft @ 11-09-12 2500 lb-ft Passed-48% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.12"@ 5-07-14 0.29"L/480 Passed-U999 - 1.0 D+1.0 L-(0) Total Load Deflection 0.14"©5-06-11 0.58"U240 Passed-U999 - 1.0 D+1.0 L-(0) Design Notes: Top Edge Bracing(Lu):Top compression edge must be braced at 5-07-00 o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 4-07-00 o/c unless detailed otherwise. *Member design(strength)is based on loads shown in loading section. TJ-ProTM Rating,if shown,is based on 2-08-00 o.c.spacing. Supports: Maximum Loads to Supports Support Start:End Read Beg Source Dead Floor Live Roof Livenow 1 0:3-08 1.75" BBO2(i38) 58 lb 2701-38 lb - - 2 11-08-00:11-11-08 3.5" BBO3(i41) 216 lb 867 lb - - 3 21-11-00:22-02-08 1.75" F26(i35) 58 lb 281/-47 lb - - Loads: Maximum Loads on Member Type Start:End Combine Source Dead Floor Live Roof Livenow Uniform 1-12:22-02-08 - FC5 Floor Decking 3 lb/ft 13 lb/ft - - Uniform 1-12:11-09-12 - FC5 Floor Decking 10 lb/ft 40 lb/ft - - Uniform 11-09-12:14-00-06 - FC5 Floor Decking 6 lb/ft 23 lb/ft - - Uniform 14-00-06:22-02-08 - FC5 Floor Decking 10 lb/ft 40 lb/ft - - Point 14-00-06:- - A4(i84) 47 lb 189 lb - - Reinforcing Accessories: Support/Location Accessory Product(s) 14-00-06 (2)5/8"or 3/4"Backer Blocks Errors.Warnings.&Notes: File Name: SP19-343 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 5/28/2019 4:24:20 PM Page 1 of 2 PDF created with DdfFactory Pro trial version www.odffactorv.com L Member Report "Pima.. by W+sariMeww*a .. Floor Container:FC5 I Label:A23 I Design Tag: i81 Design Passed 1 piece(s)of 9 1/2"TJI®110 Member Type:Joist As Flush Beam I Level:Main Product is Sufficient for Application and Loads Described *CAUTION:This member is spaced wider than the user-defined preference setting for maximum member spacing. *This member was designed as a girder member due to load and/or framing conditions. TJ-ProTM Rating,and other joist member modifiers were not used in the design of this member. *If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. *The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. *Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. SU5TAINABEE cCRE5TRY PN(Tb.'FVE File Name: SP19-343 Javelin®Software 6.1.0.25 Design Engine:W.0.1.1 5/28/2019 4:24:20 PM Page 2 of 2 PDF created with DdfFactory Pro trial version www.odffactorv.com aJAVELIN Member Report aPMw,,w. b} WMhmr1eke4 Floor Container:FC5 I Label:Al 1 I Design Tag:180 Design Passed 1 piece(s)of 9 1/2"TJI®110 Member Type:Joist As Flush Beam 1 Level:Main Product is Sufficient for Application and Loads Described t 1 J I I, J, 1 1 1 _1 J, J, .L J, I 1 2 /3J8 9-11-08 .398 10-06-08 X Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 10-06-08 Member Drawing Not to Scale Design Results: Design t»Location Allowed Result LDF Load Combination-(Load Group) Critical Reaction 537 lb @ 2-00 1375 lb(3.5") Passed-39% 1.00 1.0 D+1.0 L-(0) Shear 529 lb @ 3-08 1220 lb Passed-43% 1.00 1.0 D+1.0 L-(0) Moment 1208 lb-ft @ 4-05-08 2500 lb-ft Passed-48% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.13"©5-01-05 0.26"U480 Passed-U908 - 1.0 D+1.0 L-(0) Total Load Deflection 0.17"@ 5-01-05 0.51"U240 Passed-U709 - 1.0 D+1.0 L-(0) Design Notes: Top Edge Bracing(Lu):Top compression edge must be braced at 4-07-00 olc unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 10-07-00 o/c unless detailed otherwise. Member design(strength)is based on loads shown in loading section. TJ-Pro TM Rating,if shown,is based on 2-08-00 o.c.spacing. Suaaorts: Maximum Loads to Supports Support Start:End Reo'd Br'q Source Dead Floor Live Roof Live Snow 1 0:3-08 1.75" BBO3(i41) 105 lb 420 lb - - 2 10-03-00:10-06-08 1.75" F26(i35) 82 lb 329 lb - - Loads: Maximum Loads on Member Type Start:End Combine Source Dead Floor Live Roof Live Snow Uniform 1-12:10-06-08 - FC5 Floor Decking 5 lb/ft 21 Ib/ft - - Uniform 1-12:2-04-06 - FC5 Floor Decking 4 Ib/ft 17 lb/ft - - Uniform 2-04-06:10-06-08 - FC5 Floor Decking 8 lb/ft 33 lb/ft - - Point 2-04-06:- - A4(i84) 56 lb 226 lb - - Reinforcing Accessories: Support!Location Accessory Product(s) 2-04-06 (2)5/8"or 3/4"Backer Blocks Errors.Warnings,&Notes: This member was designed as a girder member due to load and/or framing conditions. TJ-ProTm Rating,and other joist member modifiers were not used in the design of this member. File Name: SP19-343 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 5/28/2019 4:24:20 PM Page 1 of 2 PDF created with DdfFactory Pro trial version www.odffactorv.com • rA-J , 1l E L I N Member Report satIr' " b` W119""""`"" Floor Container:FC5 I Label:All I Design Tag:i80 Design Passed 1 piece(s)of 9 1/2"TJI®110 Member Type:Joist As Flush Beam I Level:Main Product is Sufficient for Application and Loads Described *If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. *The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. *Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. (l}}SU5TA1NA&E K1RE5TRt iURIA'MVE File Name: SP19-343 Javelin®Software 6.1.0.25 Design Engine:W.0.1.1 5/28/2019 4:24:20 PM Page 2 of 2 PDF created with DdfFactory Pro trial version www.Ddffactorv.com ' J A V E L I N . Member Report Floor Container:FC5 I Label:A14 I Design Tag: i75 Design Passed 1 piece(s)of 9 1/2"TJI®110 Member Type:FloorJoist I Level:Main Product is Sufficient for Application and Loads Described 1 1 1 T I, J, _ i __ L J, .1, J, A X 2 3 1 ' ,I / 3A8 6-05-08 3// ,I'.08 6-00-06 " 3,'08 t13-04-08 X Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 13-04-08 Member Drawing Not to Scale Design Results: Design @ Location Allowed Result LDF Load Combination-(Load Group) Critical Reaction 540 lb @ 6-10-12 1935 lb(3.5") Passed-28% 1.00 1.0 D+1.0 L-(0) Shear 254 lb @ 6-09-00 1220 lb Passed-21% 1.00 1.0 D+1.0 L-(0) Moment -351 lb-ft @ 6-10-12 2500 lb-ft Passed-14% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.01"@ 3-04-04 0.17"L/480 Passed-U999 - 1.0 D+1.0 L-(0) Total Load Deflection 0.02"@ 3-03-11 0.33"L/240 Passed-U999 - 1.0 D+1.0 L-(0) TJ Pro Rating 61 40 Passed Decking Material&Attachment: 1 1/8"x48"x96"Weyerhaeuser Edge Gold Panel(0/48)T&G FF - Glue And Nail Design Notes: 'For TJ-Prot"Rating calculation the controlling span is considered to be supported by beams: 'Top Edge Bracing(Lu):Top compression edge must be braced at 7-04-00 o/c unless detailed otherwise. *Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 7-04-00 o/c unless detailed otherwise. "Member design(strength)is based on loads shown in loading section. TJ-ProT"'Rating,if shown,is based on 2-08-00 o.c.spacing. Supports: Maximum Loads to Supports Support Start:End Req'd Br'g Source Dead Floor Live Roof Live Snow 1 0:3-08 1.75" F36(i27) 38 lb 172/-19 lb - - 2 6-09-00:7-00-08 3.5" BBO1(i37) 108 lb 434 lb - - 3 13-01-00:13-04-08 1.75" BBO2(i38) 31 lb 148/-24 lb - - Loads: Maximum Loads on Member Type Start:End Combine Source Dead Floor Live Roof Live Snow Uniform 0:13-02-12 - FC5 Floor Decking 13 lb/ft 53 lb/ft - - Errors,Warnings,&Notes: *If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. *The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. *The TJ-Pro T"Rating shown above is based on the default decking for the floor container. Special decking(if used)was not used in determination of the TJ-Pro T"Rating. File Name: SP19-343 Javelin®Software 6.1.0.25 Design Engine:W.0.1.1 5/28/2019 4:24:20 PM Page 1 of 2 PDF created with DdfFactory Pro trial version www.odffactorv.com J A V E L I N Member Report R au t{Wara 5! Nayartawbasa Floor Container:FC5 I Label:A14 I Design Tag: 175 Design Passed 1 piece(s)of 9 1/2"TJI®110 Member Type:FloorJoist I Level:Main Product is Sufficient for Application and Loads Described *Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. (t]SUSTAINABILE FORESTRY I MTIA`VE File Name: SP19-343 Javelin®Software 6.1.0.25 Design Engine:W.0.1.1 5/28/2019 4:24:20 PM Page 2 of 2 PDF created with DdfFactory Pro trial version www.Ddffactorv.corn J �! E L I N Member Report Floor Container: FC5 I Label:A16 I Design Tag: i69 Design Passed 1 piece(s)of 9 1/2"TJI®110 Member Type:FloorJoist I Level:Main Product is Sufficient for Application and Loads Described Z L J L- I J, 2 1 / 3/ 3A8 6-05-08 t3 08 7-11-08 08 / 15.03-08 / Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 15-03-08 Member Drawing Not to Scale Design Results: Design @ Location Allowed Result LDF Load Combination-(Load Group) Critical Reaction 1250 lb @ 6-10-12 1935 lb(3.5") Passed-65% 1.00 1.0 D+1.0 L-(0) Shear 588 lb @ 7-00-08 1220 lb Passed-48% 1.00 1.0 D+1.0 L-(0) Moment -950 lb-ft @ 6-10-12 2500 lb-ft Passed-38% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.05"@ 11-02-11 0.20"L/480 Passed-L/999 - 1.0 D+1.0 L-(0) Total Load Deflection 0.06"@ 11-03-02 0.41"L/240 Passed-L/999 - 1.0 D+1.0 L-(0) TJ Pro Rating 57 40 Passed Decking Material&Attachment: 1 1/8"x48"x96"Weyerhaeuser Edge Gold Panel(0/48)T&G FF - Glue And Nail Design Notes: *For TJ-Pro T""Rating calculation the controlling span is considered to be supported by beams. *Top Edge Bracing(Lu):Top compression edge must be braced at 5-08-00 o/c unless detailed otherwise. *Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 5-02-00 o/c unless detailed otherwise. *Member design(strength)is based on loads shown in loading section. TJ-Prom"Rating,if shown,is based on 2-08-00 o.c.spacing. Supports: Maximum Loads to Supports Support Start:End Req'd Beg Source Dead Floor Live Roof Live now 1 0:3-08 1.75" F36(i27) 69 lb 351/-73 lb - - 2 6-09-00:7-00-08 3.5" BBO1(i37) 250 lb 998 lb - - 3 15-00-00:15-03-08 1.75" F22(i24) 94 lb 410/-33 lb - - Loads: Maximum Loads on Member Type Start:End Combine Source Dead Floor Live Roof Live Snow Uniform 0:15-03-08 - FC5 Floor Decking 27 lb/ft 107 lb/ft - - Errors,Warnings,&Notes: *CAUTION:This member is spaced wider than the user-defined preference setting for maximum member spacing. *If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. *The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. File Name: SP19-343 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 5/28/2019 4:24:20 PM Page 1 of 2 PDF created with odfFactory Pro trial version www.Ddffactorv.com diJAVELIN Member Report "fluff.* by W.r.r1..k.Ri Floor Container:FC5 I Label:A16 I Design Tag: i69 Design Passed 1 piece(s)of 9 1/2"TJI®110 Member Type:FloorJoist l Level:Main Product is Sufficient for Application and Loads Described *The TJ-Pro TM Rating shown above is based on the default decking for the floor container. Special decking(if used)was not used in determination of the TJ-Pro TM Rating. *Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. ({,S!SUSTAJNAIIIE FORESTRY INITIAT►VE File Name: SP19-343 Javelin®Software 6.1.0.25 Design Engine:W.0.1.1 5/28/2019 4:24:20 PM Page 2 of 2 PDF created with DdfFactory Pro trial version www.odffactorv.com JAVELIN 0LSM Member Report Floor Container: FC5 I Label:A36 I Design Tag: i64 Design Passed 1 piece(s)of 9 1/2"TJI®110 Member Type:FloorJoist Level:Main Product is Sufficient for Application and Loads Described 1 2 3 4 1 5 6-05-08 6-00-08 -08 11-04-08 08 9-11-08 .-08 / 35-03-08 Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 35-03-08 Member Drawing Not to Scale Design Results: Design @ Location Allowed Result LDF Load Combination-(Load Group) Critical Reaction 1064 lb @ 24-10-12 1935 lb(3.5") Passed-55% 1.00 1.0 D+1.0 L-(0) Shear 494 lb @ 6-09-00 1220 lb Passed-41% 1.00 1.0 D+1.0 L-(0) Moment -1110 lb-ft @ 24-10-12 25001b-ft Passed-44% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.08"@ 19-01-10 0.29"L/480 Passed-U999 - 1.0 D+1.0 L-(0) Total Load Deflection 0.09"@ 19-00-15 0.58"L/240 Passed-L/999 - 1.0 D+1.0 L-(0) TJ Pro Rating 44 40 Passed Decking Material&Attachment: 1 1/8"x48"x96"Weyerhaeuser Edge Gold Panel(0/48)T&G FF - Glue And Nail Design Notes: •NOTE:This product has Floor Performance rating value less than the user-define minimum preference setting. •For TJ-Pro TM Rating calculation the controlling span is considered to be supported by beams. Top Edge Bracing(Lu):Top compression edge must be braced at 5-08-00 o/c unless detailed otherwise. "Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 4-09-00 o/c unless detailed otherwise. *Member design(strength)is based on loads shown in loading section. TJ-Pro TM Rating,if shown,is based on 2-08-00 o.c.spacing. Supports: Maximum Loads to Supports Support Start:End Reo'd Br'g Source Dead Floor Live Roof Live sliskti 1 0:3-08 1.75" F36(i27) 82 lb 365/-38 lb - - 2 6-09-00:7-00-08 3.5" BBO1(i37) 184 lb 879 lb - - 3 13-01-00:13-04-08 3.5" BBO2(i38) 181 lb 870 lb - - 4 24-09-00:25-00-08 3.5" BBO3(i41) 208 lb 855 lb - - 5 35-00-00:35-03-08 1.75" F26(i35) 68 lb 317/-45 lb - - Loads: Maximum Loads on Member Tvce Start:End Combine Source Dead Floor Live Roof Live angLiv Uniform 0:35-03-08 - FC5 Floor Decking 13 lb/ft 53 lb/ft - - Uniform 0:13-02-12 - FC5 Floor Decking 13 lb/ft 53 lb/ft - - Uniform 13-02-12:35-03-08 - FC5 Floor Decking 3 Ib/ft 13 lb/ft - - File Name: SP19-343 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 5/28/2019 4:24:20 PM Page 1 of 2 PDF created with DdfFactory Pro trial version www.Ddffactorv.com ediiAVEL, I Member Report * .—,..r• by Ws,arlbaa*R.. Floor Container: FC5 I Label:A36 I Design Tag: i64 Design Passed 1 piece(s)of 9 1/2"TJI®110 Member Type:FloorJoist I Level:Main Product is Sufficient for Application and Loads Described Errors,Warnings,&Notes: *CAUTION:This member is spaced wider than the user-defined preference setting for maximum member spacing. *If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. *The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. *The TJ-ProTM Rating shown above is based on the default decking for the floor container. Special decking(if used)was not used in determination of the TJ-Pro TM Rating. *Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. S16TA NA/ E fOPETR'r iNfTrAWE File Name: SP19-343 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 5/28/2019 4:24:20 PM Page 2 of 2 PDF created with DdfFactory Pro trial version www.odffactorv.com J A V E L aI Member Report Floor Container:FC5 I Label:A37 I Design Tag: i63 Design Passed 1 piece(s)of 9 1/2"TJI®110 Member Type:FloorJoist I Level:Main Product is Sufficient for Application and Loads Described N N N 2 3 4 ,Iy,�1' �,1y' �5 "r3-08 6-05-08 ""3-08 6-00-08 11-04-08 'toe 11-07-08 B-08 / 36-11-08 / Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 36-11-08 Member Drawing Not to Scale Design Results: Desian @ Location Allowed Result LDF Load Combination-(Load Group) Critical Reaction 1859 lb @ 24-10-12 1935 lb(3.5") Passed-96% 1.00 1.0 D+1.0 L-(0) Shear 868 lb @ 25-00-08 1220 lb Passed-71% 1.00 1.0 D+1.0 L-(0) Moment -2110 lb-ft @ 24-10-12 2500 lb-ft Passed-84% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.18"@ 31-01-15 0.30"L/480 Passed-L/785 - 1.0 D+1.0 L-(0) Total Load Deflection 0.22"@ 31-02-11 0.59"L/240 Passed-L/659 - 1.0 D+1.0 L-(0) TJ Pro Rating 44 40 Passed Decking Material&Attachment 1 1/8"x48"x96"Weyerhaeuser Edge Gold Panel(0/48)T&G FF - Glue And Nail Design Notes: NOTE:This product has Floor Performance rating value less than the user-define minimum preference setting. *For TJ-ProT"Rating calculation the controlling span is considered to be supported by beams. Top Edge Bracing(Lu):Top compression edge must be braced at 3-09-00 o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 3-04-00 o/c unless detailed otherwise. Member design(strength)is based on loads shown in loading section. TJ-ProT"Rating,if shown,is based on 2-08-00 o.c.spacing. Supports: Maximum Loads to Supports Support Start:End Read Bra Source Dead Floor Live Roof Livenow 1 0:3-08 1.75" F36(i27) 83 lb 380/-46 lb - - 2 6-09-00:7-00-08 3.5" BBO1(i37) 173 lb 925 lb - - 3 13-01-00:13-04-08 3.5" BBO2(i38) 236 lb 1197 lb - - 4 24-09-00:25-00-08 3.5" BBO3(i41) 368 lb 1491 lb - - 5 36-08-00:36-11-08 1.75" F24(i32) 132 lb 582/-56 lb - - Loads: Maximum Loads on Member Tvoe Start:End Combine Source Dead Floor Live Roof Live now Uniform 0:36-11-08 - FC5 Floor Decking 27 lb/ft 107 lb/ft - - Errors.Warnings.&Notes: CAUTION:This member is spaced wider than the user-defined preference setting for maximum member spacing. File Name: SP19-343 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 5/28/2019 4:24:20 PM Page 1 of 2 PDF created with DdfFactory Pro trial version www.Ddffactorv.com eitiJAVELIK Member Report tartrale by Cs ysrlaee.fi, Floor Container:FC5 I Label:A37 Design Tag: i63 Design Passed 1 piece(s)of 9 1/2"TJI®110 Member Type:FloorJoist I Level:Main Product is Sufficient for Application and Loads Described *If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope, *The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. *The TJ-ProTM Rating shown above is based on the default decking for the floor container. Special decking(if used)was not used in determination of the TJ-ProTM Rating. *Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved, S1,5TAINAC4E CORESTW tNlTt4"SVE File Name: SP19-343 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 5/28/2019 4:24:20 PM Page 2 of 2 PDF created with DdfFactory Pro trial version www.odffactorv.com N J I Member Report Floor Container:FC5 I Label:A24 I Design Tag:i62 Design Passed 1 piece(s)of 9 1/2"TJI®110 Member Type:FloorJoist I Level:Main Product is Sufficient for Application and Loads Described 1 J, J J ,l, 1 2 3 408 11-04-08 /..,-08 6-03-08 1 5-07-08 t / / 23-10-08 Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 23-10-08 Member Drawing Not to Scale Desian Results: Desian @ Location Allowed Result LDF Load Combination-(Load Group) Critical Reaction 1456 lb @ 11-09-12 1935 lb(3.5") Passed-75% 1.00 1.0 D+1.0 L-(0) Shear 741 lb @ 11-08-00 1220 lb Passed-61% 1.00 1.0 D+1.0 L-(0) Moment -1473 lb-ft @ 11-09-12 2500 lb-ft Passed-59% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.13"@ 5-07-12 029"L/480 Passed-U999 - 1.0 D+1.0 L-(0) Total Load Deflection 0.16"@ 5-07-06 0.58"L/240 Passed-U872 - 1.0 D+1.0 L-(0) TJ Pro Rating 45 40 Passed Vertical Load Capacity Check Passed Decking Material&Attachment: 1 1/8"x48"x96"Weyerhaeuser Edge Gold Panel(0/48)T&G FF - Glue And Nail Design Notes: *For TJ-Pro^"Rating calculation the controlling span is considered to be supported by beams. *Top Edge Bracing(Lu):Top compression edge must be braced at 4-05-00 o/c unless detailed otherwise. *Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 4-01-00 o/c unless detailed otherwise. *Member design(strength)is based on loads shown in loading section. TJ-Pro'""Rating,if shown,is based on 2-08-00 o.c.spacing. Supports: Maximum Loads to Supports Support Start:End Read Br'g Source Dead Floor Live Roof Live Snow 1 0:3-08 1.75" BBO2(i38) 98 lb 413/-11 lb - - 2 11-08-00:11-11-08 3.5" BB03041) 293 lb 1172 lb - - 3 18-03-00:23-10-08 - 88 lb 872/-39 lb - - ++> 18-04-08:- 3.5" F29(i26) 50 lb 611 lb - - ++> 19-08-10:22-04-14 - F29(i26) 20 lb/ft 79/-39 lb/ft - - ++> 23-09-00:- - F29(i26) 9 lb 91 lb - - ++> 23-09-00:- - F28(i33) 9 lb 91 lb - - Loads: Maximum Loads on Member To Start:End Combine Source Dead Floor Live Roof Live ariciw Uniform 1-12:23-10-08 - FC5 Floor Decking 13 lb/ft 53 lb/ft - - Uniform 1-12:6-01-12 - FC5 Floor Decking 7 lb/ft 27 lb/ft - - Uniform 6-01-12:18-07-12 - FC5 Floor Decking 12 lb/ft 47 lb/ft - - Uniform 18-07-12:23-10-08 - FC5 Floor Decking 2 lb/ft 7 lb/ft - - File Name: SP19-343 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 5/28/2019 4:24:20 PM Page 1 of 2 PDF created with DdfFactory Pro trial version www.Ddffactorv.com 4A E L .. Member Report inatly alm b W i‘wr]sho,.:. Floor Container: FC5 I Label:A24 I Design Tag: i62 Design Passed 1 piece(s)of 9 1/2"TJI®110 Member Type:FloorJoist I Level:Main Product is Sufficient for Application and Loads Described Errors.Warnings.&Notes: *CAUTION:This member is spaced wider than the user-defined preference setting for maximum member spacing. *If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. *The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. *The TJ-ProTM Rating shown above is based on the default decking for the floor container. Special decking(if used)was not used in determination of the TJ-ProTM Rating. *Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. (til StIV INAf14E cORE5TRY MRW,VE File Name: SP19-343 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 5/28/2019 4:24:20 PM Page 2 of 2 PDF created with odfFactory Pro trial version www.odffactorv.com 1 J A Vr E L .I Member Report Floor Container:FC5 I Label:A9 I Design Tag:i60 Design Passed 1 piece(s)of 9 1/2"TJI®110 Member Type:FloorJoist l Level:Main Product is Sufficient for Application and Loads Described 1 J J, J, J. J, J, J, J.. J.. 14 N N II 1 2 / /3 7-09-12 )r8-01-04 r Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 8-01-04 Member Drawing Not to Scale Design Results: Design @ Location Allowed Result LDF Load Combination-(Load Group) Critical Reaction 361 lb @ 0 910 lb(1.75") Passed-40% 1.00 1.0 D+1.0 L-(0) Shear 361 lb @ 0 1220 lb Passed-30% 1.00 1.0 D+1.0 L-(0) Moment 712 lb-ft @ 3-11-06 2500 lb-ft Passed-26% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.04"@ 3-11-06 0.20"L/480 Passed-L/999 - 1.0 D+1.0 L-(0) Total Load Deflection 0.05"@ 3-11-06 0.39"L1240 Passed-U999 - 1.0 D+1.0 L-(0) TJ Pro Rating 56 40 Passed Decking Material&Attachment: 1 1/8"x48"x96"Weyerhaeuser Edge Gold Panel(0/48)T&G FF - Glue And Nail Design Notes: .For TJ-Prom,Rating calculation the controlling span is considered to be supported by beams._ Top Edge Bracing(Lu):Top compression edge must be braced at 6-00-00 o/c unless detailed otherwise. "Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 8-01-00 o/c unless detailed otherwise. *Member design(strength)is based on loads shown in loading section. TJ-ProTm Rating,if shown,is based on 2-08-00 o.c.spacing. Supports: Maximum Loads to Supports Swoon Start:End Req'd Br's Source Dead Floor Live Roof Live Snow 1 0:- 1.75" A4(i84) 73 lb 294 lb - - 2 7-09-12:8-01-04 1.75" F26(i35) 781b 311 lb - - Loads: Maximum Loads on Member Type Start:EndCombine Source Dead Floor Live Roof Live Snow Uniform 0:8-01-04 - FC5 Floor Decking 18 Ib/ft 73 lb/ft - - Point 8-00-15:- - FC5 Floor Decking - 1 lb - - Connector Information: Nailing Requirements Support Manufacturer Model Tog Face Member Min.Seat Length Other Information 1 SST IUS1.81/9.5 Not Applicable 8-10d x 1-1/2 Not Applicable 1.75" Minimum seat length reported is based on the design load Errors.Warnings,&Notes: CAUTION:This member is spaced wider than the user-defined preference setting for maximum member spacing. File Name: SP19-343 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 5/28/2019 4:24:20 PM Page 1 of 2 PDF created with odfFactory Pro trial version www.Ddffactorv.com Member Report `"" •®lso e, w.," ' ."""' Floor Container:FC5 I Label:A9 I Design Tag:i60 Design Passed 1 piece(s)of 9 1/2"TJI®110 Member Type:FloorJoist I Level:Main Product is Sufficient for Application and Loads Described *If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. *The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. *The TJ-ProTM Rating shown above is based on the default decking for the floor container. Special decking(if used)was not used in determination of the TJ-ProTM Rating. *Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. StJSTAJNA84E FORESTRY thaTINIVE File Name: SP19-343 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 5/28/2019 4:24:20 PM Page 2 of 2 PDF created with DdfFactory Pro trial version www.odffactorv.com 50:14-JAVELIN Member Report Floor Container:FC5 I Label:A26 I Design Tag: i85 Design Passed 1 piece(s)of 9 1/2"TJI®110 Member Type:FloorJoist I Level:Main Product is Sufficient for Application and Loads Described i J, i 1 1 1 1 1 1 1 U 2 3 4 1 4-08 6-05-08 �-08 6-00-08 7.,/ 11-04-08 H� 25-00-08 Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 25-00-08 Member Drawing Not to Scale Design Results: Design @ Location Allowed Result LDF Load Combination-(Load Group). Critical Reaction 1361 lb @ 13-02-12 1935 lb(3.5") Passed-70% 1.00 1.0 D+1.0 L-(0) Shear 733 lb @ 13-04-08 1220 lb Passed-60% 1.00 1.0 D+1.0 L-(0) Moment -1461 lb-ft @ 13-02-12 2500 lb-ft Passed-58% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.14"@ 19-05-11 0.29"U480 Passed-L/999 - 1.0 D+1.0 L-(0) Total Load Deflection 0.17"@ 19-05-13 0.58"U240 Passed-L/828 - 1.0 D+1.0 L-(0) TJ Pro Rating 45 40 Passed Decking Material&Attachment: 1 118"x48"x96"Weyerhaeuser Edge Gold Panel(0/48)T&G FF - Glue And Nail Design Notes: *For TJ-ProTM Rating calculation the controlling span is considered to be supported by beams. *Top Edge Bracing(Lu):Top compression edge must be braced at 4-03-00 o/c unless detailed otherwise. *Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 4-01-00 o/c unless detailed otherwise. *Member design(strength)is based on loads shown in loading section. TJ-ProTM Rating,if shown,is based on 2-08-00 o.c.spacing. Supports: Maximum Loads to Supports Support Start:End Req'd Bra Source Dead Floor Live Roof Live Snow 1 0:3-08 1.75" F36(i27) 68 lb 296/-25 lb - - 2 6-09-00:7-00-08 3.5" BBO1(i37) 96 lb 634 lb - - 3 13-01-00:13-04-08 3.5" BBO2(i38) 264 lb 1103 lb - - 4 24-09-00:25-00-08 1.75" 8803041) 112 lb 457/-10 lb - - Loads: Maximum Loads on Member Type Start:End Combine Source Dead Floor Live Roof Live Snow Uniform 0:13-02-12 - FC5 Floor Decking 20 lb/ft 80 Ib/ft - - Uniform 13-02-12:24-10-12 - FC5 Floor Decking 23 lb/ft 94 lb/ft - - Errors,Warnings,&Notes: *CAUTION:This member is spaced wider than the user-defined preference setting for maximum member spacing. *If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. File Name: SP19-343 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 5/28/2019 4:25:24 PM Page 1 of 2 PDF created with DdfFactory Pro trial version www.odffactorv.com L Member Report .aeils.e. by W.e'®rts.txt. Floor Container: FC5 I Label:A26 I Design Tag: i85 Design Passed 1 piece(s)of 9 1/2"TWO 110 Member Type:FloorJoist I Level:Main Product is Sufficient for Application and Loads Described *The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. *The TJ-ProTM Rating shown above is based on the default decking for the floor container. Special decking(if used)was not used in determination of the TJ-ProTPe Rating. *Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. SU5TAINA4tE TO E T/Y*FTIAZWE File Name: SP19-343 Javelin®Software 6.1.0.25 Design Engine:V7.0.1.1 5/28/2019 4:25:24 PM Page 2 of 2 PDF created with DdfFactory Pro trial version www.odffactorv.com